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人类在铁路道砟上行走时的地面反作用力。

Ground reaction forces during human locomotion on railroad ballast.

作者信息

Wade Chip, Redfern Mark S

机构信息

Andrews Research and Education Institute, Gulf Breeze, FL, USA.

出版信息

J Appl Biomech. 2007 Nov;23(4):322-9. doi: 10.1123/jab.23.4.322.

Abstract

Locomotion over ballast surfaces provides a unique situation for investigating the biomechanics of gait. Although much research has focused on level and sloped walking on a smooth, firm surface in order to understand the common kinematic and kinetic variables associated with human locomotion, the literature currently provides few if any discussions regarding the dynamics of locomotion on surfaces that are either rocky or uneven. The purpose of this study was to investigate a method for using force plates to measure the ground reaction forces (GRFs) during gait on ballast. Ballast is a construction aggregate of unsymmetrical rock used in industry for the purpose of forming track bed on which railway ties are laid or in yards where railroad cars are stored. It is used to facilitate the drainage of water and to create even running surfaces. To construct the experimental ballast surfaces, 31.75 mm (1 1/4 in.) marble ballast at depths of approximately 63.5 mm (2.5 in.) or 101.6 mm (4 in.) were spread over a carpeted vinyl tile walkway specially designed for gait studies. GRF magnitudes and time histories from a force plate were collected under normal smooth surface and under both ballast surface conditions for five subjects. GRF magnitudes and time histories during smooth surface walking were similar to GRF magnitudes and time histories from the two ballast surface conditions. The data presented here demonstrate the feasibility of using a force plate system to expand the scope of biomechanical analyses of locomotion on ballast surfaces.

摘要

在道砟表面行走为研究步态生物力学提供了一种独特的情境。尽管许多研究聚焦于在光滑、坚实表面上的水平和斜坡行走,以了解与人类运动相关的常见运动学和动力学变量,但目前文献中几乎没有关于在岩石或不平整表面上运动动力学的讨论。本研究的目的是探究一种使用测力板测量在道砟上行走时地面反作用力(GRF)的方法。道砟是一种不对称岩石构成的建筑集料,在工业中用于铺设铁路枕木的道床或停放铁路车辆的场地,其作用是便于排水并创造平整的运行表面。为构建实验性道砟表面,将深度约为63.5毫米(2.5英寸)或101.6毫米(4英寸)的31.75毫米(1 1/4英寸)大理石道砟铺在专门为步态研究设计的铺有地毯的乙烯基地板人行道上。在正常光滑表面以及两种道砟表面条件下,采集了五名受试者在测力板上的GRF大小和时间历程。光滑表面行走时的GRF大小和时间历程与两种道砟表面条件下的GRF大小和时间历程相似。此处呈现的数据证明了使用测力板系统扩展道砟表面运动生物力学分析范围的可行性。

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